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Description SSR Sl.No. Source of Material

Lead in KM

Total Unit per

MR CT Total

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

1 Sand for Mortar M-005 Vijayawada 255.00 0.00 255.00 1528.90 120.00 4.00 0.00 0.00 4.02 0.00 1656.92 Cum.

2 Sand for filling& blindage M-004 Local 8.00 0.00 8.00 50.58 100.00 4.00 0.00 0.00 4.02 0.00 158.60 Cum.

3 Gravel M-008 Local 32.00 0.00 32.00 217.66 65.00 2.00 0.00 8.04 4.02 0.00 296.72 Cum.

4 M-148 Local 32.00 0.00 32.00 217.66 200.00 5.00 0.00 16.07 8.04 0.00 446.77 Cum.

5 CSSR-A.14 Local 32.00 0.00 32.00 217.66 259.26 5.00 0.00 16.07 8.04 0.00 506.03 Cum.

6 CSSR-A.76 Local 32.00 0.00 32.00 217.66 762.20 5.00 0.00 16.07 8.04 0.00 1008.97 Cum.

7 M-055 Local 32.00 0.00 32.00 217.66 740.00 5.00 0.00 0.00 0.00 0.00 962.66 Cum.

8 M-053 Local 32.00 0.00 32.00 217.66 1170.00 5.00 0.00 0.00 0.00 0.00 1392.66 Cum.

9 M-052 Local 32.00 0.00 32.00 217.66 975.00 5.00 0.00 0.00 0.00 0.00 1197.66 Cum.

10 M-051 Local 32.00 0.00 32.00 217.66 815.00 5.00 0.00 0.00 0.00 0.00 1037.66 Cum.

11 M-050 Local 32.00 0.00 32.00 217.66 650.00 5.00 0.00 0.00 0.00 0.00 872.66 Cum.

12 BMT-A.01 Local 32.00 0.00 32.00 318.83 3100.00 38.50 0.00 22.10 22.10 0.00 3501.53 1000 Nos

13 BMT-A.13 2.2925 Local 32.00 0.00 32.00 730.91 6000.00 0.00 0.00 50.66 50.66 0.00 6832.24 1000 Nos 14 BMT-A.10 5.1581 Local 32.00 0.00 32.00 1644.56 13000.00 0.00 0.00 113.99 113.99 0.00 14872.55 1000 Nos 15 BMT-B.05 16.5 Tandur 120.00 0.00 120.00 17.84 129.10 7.00 0.00 0.27 0.13 0.00 154.34 1Sqm. 16 BMT-B.04 40 Tandur 120.00 0.00 120.00 43.25 96.80 7.00 0.00 0.64 0.32 0.00 148.01 1Sqm. Sl. No. Avg. Thickn ess in mm Convence Charges including Stacking Charges Initial Cost including Stacking Charges Add Differenc in Seignio- rage Charges 1% towards storage Loading charges unloadin g charges Area allowence on loading & unloading charges @ 0 % R.R. Stone(Granite, Dolamite &Trap variety) C.R. Stone(Granite, Dolamite &Trap variety) trough stones25 x25x45 to 60 cms 40mm HBG Metal (IS383-1970) 20mm M/c chips (IS383-1970) 13.2/12.5 mm M/c chips (IS383-1970) 10mm M/c chips (IS383-1970) 6mm M/c chips (IS383-1970)

2nd Class Bricks of size 23x11x7cm

Fly Ash Bricks of size 290 x100 x140 mm with compressive strength of 50 Kg /sq.cm

Fly Ash Bricks of size 290 x225 x 140 mm with compressive strength of 50 Kg/sq .cm

Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)

Rough shabad / Tandur Stone slabs of minimum 40 mm thick (0.457 x 457M)

(2)

MR CT Total

mm Stacking Charges Charges rage

Charges storage unloading charges @ 0 % 17 BMT-B.12 18 Local 1.00 0.00 1.00 0.00 570.00 2.97 0.00 0.29 0.14 0.00 573.40 1Sqm.

Polished Marble Slabs of any variety 16 to 20 mm thick (size 0.457 x 0.457 M / 0.6 x 0.6 M)

(3)

MR CT Total

mm Stacking Charges Charges rage

Charges storage unloading charges @ 0 % 18 BMT-B.11 17 Local 5.00 0.00 5.00 0.74 1700.00 42.08 0.27 0.14 0.00 1743.22 1Sqm. 19 water Local 0.50 0.00 0.50 50.00 0.00 50.00 KL

20 Cement CSSR-A.05 At Site 0.00 0.00 0.00 2900.00 0.00 0.00 0.00 26.52 0.00 2926.52 M.T

21 M-126 At Site 0.00 0.00 0.00 32000.00 0.00 0.00 0.00 31.79 0.00 32031.79 M.T

22 CSSR-A.62 At Site 0.00 0.00 0.00 33000.00 0.00 0.00 0.00 31.79 0.00 33031.79 M.T

23 CSSR-A.68 At Site 0.00 0.00 0.00 32500.00 0.00 0.00 0.00 31.79 0.00 32531.79 M.T

24 M.S. Plates CSSR-A.69 At Site 0.00 0.00 0.00 38500.00 0.00 0.00 0.00 31.79 0.00 38531.79 M.T

CERTIFICATES:-1 Certified that the above leads are true and correct to the best of my knowledge

2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal 3 Certified that the 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing

4 Certified that the work site does not falls within 12 Kms belt of any municipality/ Corporation Limits and hence no extra allowence is required High polished Granite 16 to

18 mm thick up to 8' 00" (2.43M) black

Mild Steel Bars (Fe 250) for

6mm

High Yield Strength Deformed Bars (Fe 415) for

8mm to 40mm dia

Mild Steel, Structural steel, I,e, Angles, Channels & I-Sections

(4)

Light Mazdoor 0.364 Nos 170.00 1 Day 61.88 Add 75% for excavation of foundation of building 1 cu.m. 46.410 1 cu.m. 46.41

add seigniorage charges 1 cum 0.00 1 cum 0.00

Add 14% over heads 108.29 cu.m. 0.14 1 cu.m. 15.16

Rate per 1 cu.m. Total 123.50

a)

Light Mazdoor 0.364 Nos 170.00 1 Day 61.88

Add 120 % for excavation of Pipe line 1 cu.m. 74.256 1 cu.m. 74.26

add seigniorage charges 1 cum 22.00 1 cum 22.00

Add 14% over heads 158.14 cu.m. 0.14 1 cu.m. 22.14

Rate per 1 cu.m. Total 180.30

C)

Light Mazdoor 0.364 nos 170.00 1 nos 61.88

add seigniorage charges 1 cum 22.00 1 cum 22.00

83.88

Add 14% over heads 83.88 0.14 1 11.74

Rate per 1 cu.m. Total 95.65

2

Light Mazdoor 0.052 Nos 170.00 1 Nos 8.84

Add 14% over heads 8.84 0.14 1 1.24

Rate per 1 cu.m. Total 10.10

20-B) including all operational incidental labour charges such

as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for

Foundation of Building.(APSS No. 308)

Earth work excavation and depositing on bank with initial

lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such

as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Pipe

line where the depth is more than 1.5 times width.(APSS No. 308)

Earth work excavation and depositing on bank with initial

lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such

as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for

Septic tank soak pit and sump.(APSS No. 308)

Filling with useful available excavated earth (excluding

rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

(5)

Cost of Gravel 1 cu.m. 296.72 1 cu.m. 296.72

Light Mazdoor 0.052 Nos 170.00 1 Nos 8.84

Add 14% over heads 305.56 cu.m. 0.14 1 cu.m. 42.78

Rate per Cu.m. Total 348.35

4

Cost of Sand 1 cu.m. 158.60 1 cu.m. 158.60

Light Mazdoor 0.052 Nos 170.00 1 Nos 8.84

Add 14% over heads 167.44 cu.m. 0.14 1 cu.m. 23.44

Rate per Cu.m. Total 190.90

5

material

Metal 40mm 0.9 cu.m. 962.66 1 cu.m. 866.39

Sand 0.45 cu.m. 1656.92 1 cu.m. 745.61

Cement 129.6 Kgs. 2926.52 1000 Kgs. 379.28

Water 1.2 KL 50.00 1 KL 60.00

Machinery

concrete mixer300/200 (diesel) 1 Hour 200.80 1 Hour 200.80

LA oncrew charges 0% 111.80 1 0.00

Labour

1st class mason 0.1 Nos. 224.00 1 Each 22.40

Light Mazdoor 1.39 Nos. 170.00 1 Each 236.30

Add 14% over heads 2510.78 cu.m. 0.14 1 cu.m. 351.51

Rate per Cu.m. Total 2862.30

6

material

Metal 40mm 0.9 cu.m. 962.66 1 cu.m. 866.39

Sand 0.45 cu.m. 1656.92 1 cu.m. 745.61

Cement 162 Kgs. 2926.52 1000 Kgs. 474.10

Water 1.2 KL 50.00 1 KL 60.00

all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work.

(APSS NO. 309 & 310)

Filling with Sand Cushion under footings with initial lead

in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational & incidental charges, labour charges, seignorage charges, hire and opertaional charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix

(cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and

Flooring Bed (APSS No. 402)

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix

(cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

(6)

1st class mason 0.1 cu.m. 224.00 1 cu.m. 22.40

Light Mazdoor 1.39 Nos. 170.00 1 Each 236.30

Add 14% over heads 2605.60 cu.m. 0.14 1 cu.m. 364.78

Rate per Cu.m. Total 2970.40

7

materal

Graded Metal 20mm to 6mm 0.9 cu.m. 1258.16 1 cu.m. 1132.34

Sand 0.45 cu.m. 1656.92 1 cu.m. 745.61

Cement 129.6 Kgs. 2926.52 1000 Kgs. 379.28

Water 1.2 KL 50.00 1 KL 60.00

Machinery

concrete mixer300/200 (diesel) 1 Hour 200.80 1 Hour 200.80

LA oncrew charges 0% 111.80 1 0.00

Labour

1st class mason 0.1 cu.m. 224.00 1 cu.m. 22.40

Light Mazdoor 1.39 Nos. 170.00 1 Each 236.30

Total 2776.73

Rate for other Floors GF FF SF TF

Basic Rate of P.C.C(1:5:10) per Cum. 2776.73 2776.73 2776.73 2776.73

Hire charges on centering material 106.00 106.00 106.00 106.00

Labour charges for centering 747.00 821.70 896.40 971.10

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift Charges per Cum. 0.00 25.87 51.74 77.61

3629.73 3730.30 3830.87 3931.44

Add 14% over heads 0.14 508.16 522.24 536.32 550.40

Rate per cu.m. Total 4137.90 4252.55 4367.20 4481.85

8

Material

Graded Metal 20 to 6 mm 0.9 cu.m. 1258.16 1 cu.m. 1132.34

Sand 0.45 cu.m. 1656.92 1 cu.m. 745.61

Cement 220 Kgs. 2926.52 1000 Kgs. 643.83

Water 1.2 KL 50.00 1 KL 60.00

Machinery

concrete mixer300/200 (diesel) 1 Hour 200.80 1 Hour 200.80

LA oncrew charges 0% 111.80 1 0.00

Labour

1st class mason 0.1 cu.m. 224.00 1 Each 22.40

Light Mazdoor 1.39 Nos. 170.00 1 Each 236.30

Basic rate per Cum. Total 3041.29

Rate for other Floors GF FF SF TF

Basic Rate of P.C.C(1:3:6) per Cum. 3041.29 3041.29 3041.29 3041.29

Hire charges on centering material 49.00 49.00 49.00 49.00

Labour charges for centering 260.00 286.00 312.00 338.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift Charges per Cum. 0.00 25.87 51.74 77.61

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix

(cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for

Dummy Columns. (APSS No. 402)

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix

(cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and

(7)

9

Material

Graded Metal 20mm to 6mm 0.9 cu.m. 1258.16 1 cu.m. 1132.34

Sand 0.45 cu.m. 1656.92 1 cu.m. 745.61

Cement 331.2 Kgs. 2926.52 1000 Kgs. 969.26

Water 1.2 KL 50.00 1 KL 60.00

Machinery

concrete mixer300/200 (diesel) 1 Hour 200.80 1 Hour 200.80

LA oncrew charges 0% 111.80 1 0.00

Labour

1st class mason 0.1 cu.m. 224.00 1 cu.m. 22.40

men &women Mazdoor 1.39 Nos. 170.00 1 Each 236.30

Basic rate per Cum. Total 3366.72

Rate for other Floors GF FF SF TF

Basic Rate of P.C.C(1:2:4) per Cum. 3366.72 3366.72 3366.72 3366.72

Hire charges on centering material 49.00 49.00 49.00 49.00

Labour charges for centering 260.00 286.00 312.00 338.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift Charges per Cum. 0.00 25.87 51.74 77.61

3675.72 3727.59 3779.46 3831.33

Add 14% over heads 0.14 514.60 521.86 529.12 536.39

Rate per cu.m. Total 4190.35 4249.50 4308.60 4367.75

10

Material

Graded Metal 20mm to 6mm 0.8 cu.m. 1258.16 1 cu.m. 1006.53

Sand 0.4 cu.m. 1656.92 1 cu.m. 662.77

Cement 350 kgs 2926.52 1000 kgs 1024.28

Water 1.2 KL 50.00 1 KL 60.00

Machinery

Batchingplant 0.5 cum 1.333 Hour 307.96 1 Hour 410.51

needle vibrator 40 mm (petrol) 1.333 Hour 95.48 1 Hour 127.27

LA on crew charges 0% 321.84 1 0.00

Labour

1st class Masons 0.1 Nos. 224.00 1 Each 22.40

Man and Mazdoor 1.39 Nos. 170.00 1 Each 236.30

Basic rate per Cum. 3550.06

Rate for other Floors GF FF SF TF

Basic Rate of P.C.C(1:1.5:3) per Cum. 3550.06 3550.06 3550.06 3550.06

Hire charges on centering material 49.00 49.00 49.00 49.00

Labour charges for centering 260.00 286.00 312.00 338.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift Charges per Cum. 0.00 25.87 51.74 77.61

3859.06 3910.93 3962.80 4014.67

Add 14% over heads 0.14 540.27 547.53 554.79 562.05

Rate per cu.m. Total 4399.35 4458.50 4517.60 4576.75 Plain Cement Concrete corresponding to M15 grade as

per IS 456 equivalent to (1:2:4) proportion nominal mix

(cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )

(8)

cost of cement 59.4 Kgs 2926.52 1000 Kgs 173.84

RR Stone 0.5 Cum 446.77 1 Cum 223.39

C R 0.44 Cum 506.03 1 Cum 222.65

Through stones 25 x 25x 45 to 60 cms 0.16 Cum 1008.97 1 Cum 161.44

Sand 0.33 cu.m. 1656.92 1 cu.m. 546.78

1st Class Mason 1.2 Nos 224.00 1 Each 268.80

Light Mazdoor 2.0 Nos 170.00 1 Each 340.00

1936.89

Add 14% over heads 1936.89 cu.m. 0.14 1 cu.m. 271.16

Rate per cu.m. 2208.10

12

cost of cement 57.6 Kgs 2926.52 1000 Kgs 168.57

CR Stone 0.94 Cum 506.03 1 Cum 475.67

Through stones 25 x 25x 45 to 60 cms 0.16 Cum 1008.97 1 Cum 161.44

Sand 0.32 cu.m. 1656.92 1 cu.m. 530.21

1st Class Mason 1.5 Nos 224.00 1 Each 336.00

Light Mazdoor 2.32 Nos 170.00 1 Each 394.40

2066.29

Add 14% over heads 2066.29 cu.m. 0.14 1 cu.m. 289.28

Rate per cu.m. 2355.60

13

cost of cement 1.44 Kgs 2926.52 1000 Kgs 4.21

Sand 0.003 cu.m. 1656.92 1 cu.m. 4.97

1st Class Mason 0.05 Nos. 206.00 1 Each 10.30

Man mazdoor 0.074 Nos. 170.00 1 Each 12.58

32.06

Add 14% over heads 32.06 cu.m. 0.14 1 sqm 4.49

Rate per 1 Sqmt. Or say 36.60

14

Material

Graded Metal 20mm to 6mm 0.8 cu.m. 1258.16 1 cu.m. 1006.53

Sand 0.4 cu.m. 1656.92 1 cu.m. 662.77

etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work

for foundation and basement (APSS No. 601 & 615)

Coursed Rubble stone masonry 2nd sort, in CM (1:8) prop: (Cement: Sand) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 612)

Flush Pointing to CRS Masonry in CM(1:3) Prop:

including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Vibrated Reinforced Cement Concrete M 20 Design Mix (

by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering

using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering ,

machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth ,

(9)

Batchingplant 0.5 cum 1.333 Hour 307.96 1 Hour 410.51

needle vibrator 40 mm (petrol) 1.333 Hour 95.48 1 Hour 127.27

LA on crew charges 0% 321.84 1 0.00

manpower

1st Class Mason 0.133 Nos. 224.00 1 Each 29.79

2nd Class Mason 0.267 Nos. 206.00 1 Each 55.00

Man Mazdoor 4.6 Nos. 170.00 1 Each 782.00

Basic rate per Cum. Total 4158.16

a) VRCC M20 grade design mix for footings

Basic Rate per Cum. 1 cu.m. 4158.16 1 cu.m. 4158.16

Centering Charges per Cum. 1 cu.m. 309.00 1 cu.m. 309.00

Add La charges on labour on centering 0% 260.00 0.00

Add 14% over heads 4467.16 cu.m. 0.14 1 cu.m. 625.40

Rate per cu.m. Say 5092.60

b) VRCC M20 design mix for plinth beams

Basic Rate per Cum. 1 cu.m. 4158.16 1 cu.m. 4158.16

Centering Charges per Cum. 1 cu.m. 1453.00 1 cu.m. 1453.00

Add La charges on labour on centering 0% 626.00 0.00

Add 14% over heads 5611.16 cu.m. 0.14 1 cu.m. 785.56

Rate per cu.m. Say 6396.75

c) VRCC M20 for pedestals

Basic Rate per Cum. 1 cu.m. 4158.16 1 cu.m. 4158.16

Centering Charges per Cum. 1 cu.m. 471.00 1 cu.m. 471.00

Add La charges on labour on centering 0% 413.00 0.00

Add 14% over heads 4629.16 cu.m. 0.14 1 cu.m. 648.08

Rate per cu.m. Say 5277.25

15

Material

Graded Metal 20mm to 6mm 0.8 cu.m. 1258.16 1 cu.m. 1006.53

Sand 0.4 cu.m. 1656.92 1 cu.m. 662.77

Cement 350 kgs 2926.52 1000 kgs 1024.28

Water 1.2 KL 50.00 1 KL 60.00

Machinery

Batchingplant 0.5 cum 1.333 Hour 307.96 1 Hour 410.51

needle vibrator 40 mm (petrol) 1.333 Hour 95.48 1 Hour 127.27

LA on crew charges 0% 321.84 1 0.00

manpower

1st Class Mason 0.167 Nos. 224.00 1 Each 37.41

2nd Class Mason 0.167 Nos. 206.00 1 Each 34.40

Man Mazdoor 5.6 Nos. 170.00 1 Each 952.00

Basic rate per Cum. Total 4315.17

a) For columns / RCC walls and Water tanks

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 4315.17 4315.17 4315.17 4315.17

Hire charges on centering material 106.00 106.00 106.00 106.00

Vibrated Reinforced Cement Concrete M 20 Design Mix (

by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering

using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering ,

machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For

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Add 14% over heads 0.14 723.54 748.34 773.13 797.92

Rate per cu.m. Total 5891.75 6093.60 6295.50 6497.35

b) For Lintels

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 4315.17 4315.17 4315.17 4315.17

Hire charges on centering material 703.00 703.00 703.00 703.00

Labour charges for centering 532.00 585.20 638.40 691.60

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 102.38 204.76 307.14

5550.17 5705.75 5861.33 6016.91

Add 14% over heads 0.14 777.02 798.81 820.59 842.37

Rate per cu.m. Total 6327.20 6504.60 6681.95 6859.30

16

Material

Graded Metal 20mm to 6mm 0.8 cu.m. 1258.16 1 cu.m. 1006.53

Sand 0.4 cu.m. 1656.92 1 cu.m. 662.77

Cement 350 kgs 2926.52 1000 kgs 1024.28

Water 1.2 KL 50.00 1 KL 60.00

Machinery

Batchingplant 0.5 cum 0.308 Hour 307.96 1 Hour 94.85

needle vibrator 40 mm (petrol) 0.308 Hour 95.48 1 Hour 29.41

LA on crew charges 0% 74.36 1 0.00

manpower

1st Class Mason 0.067 Nos. 224.00 1 Each 15.01

2nd Class Mason 0.133 Nos. 206.00 1 Each 27.40

Man Mazdoor 3.077 Nos. 170.00 1 Each 523.09

Basic rate per Cum. Total 3443.33

a) For Roof Beams

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 3443.33 3443.33 3443.33 3443.33

Hire charges on centering material 1064.00 1064.00 1064.00 1064.00

Labour charges for centering 626.00 688.60 751.20 813.80

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 56.55 113.10 169.65

5133.33 5252.48 5371.63 5490.78

Add 14% over heads 0.14 718.67 735.35 752.03 768.71

Rate per cu.m. Total 5852.05 5987.85 6123.70 6259.50

b) VRCC M20 design mix for Slabs 75mm thick

Cost of VRCC for 75 mm thick slab 0.075 cu.m. 3443.33 1 cu.m. 258.25

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 258.25 258.25 258.25 258.25

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 4.24 8.48 12.72

447.25 458.49 469.73 480.97

Vibrated Reinforced Cement Concrete M 20 Design Mix (

by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering

using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering ,

machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For

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Cost of VRCC for 100 mm thick slab 0.1 cu.m. 3443.33 1 cu.m. 344.33

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 344.33 344.33 344.33 344.33

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 5.65 11.31 16.96

533.33 545.98 558.64 571.29

Add 14% over heads 0.14 74.67 76.44 78.21 79.98

Rate per 1 Sqmts. Total 608.05 622.45 636.90 651.30

d) VRCC M20 design mix for Slabs of 110mm thick

Cost of VRCC for 110 mm thick slab 0.11 cu.m. 3443.33 1 cu.m. 378.77

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 378.77 378.77 378.77 378.77

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 6.22 12.44 18.66

567.77 580.99 594.21 607.43

Add 14% over heads 0.14 79.49 81.34 83.19 85.04

Rate per 1 Sqmts. Total 647.30 662.35 677.40 692.50

e) VRCC M20 design mix for Slabs of 120mm thick

Cost of VRCC for 120 mm thick slab 0.12 cu.m. 3443.33 1 cu.m. 413.20

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 413.20 413.20 413.20 413.20

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 6.79 13.57 20.36

602.20 615.99 629.77 643.56

Add 14% over heads 0.14 84.31 86.24 88.17 90.10

Rate per 1 Sqmts. Total 686.55 702.25 717.95 733.70

f) VRCC M20 design mix for Slabs of 120mm thick

Cost of VRCC for 120 mm thick slab 0.12 cu.m. 3443.33 1 cu.m. 413.20

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 413.20 413.20 413.20 413.20

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 6.79 13.57 20.36

602.20 615.99 629.77 643.56

Add 14% over heads 0.14 84.31 86.24 88.17 90.10

Rate per 1 Sqmts. Total 686.55 702.25 717.95 733.70

g) VRCC M20 for Slabs 125mm thick

Cost of VRCC for 125 mm thick slab 0.125 cu.m. 3443.33 1 cu.m. 430.42

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 430.42 430.42 430.42 430.42

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 7.07 14.14 21.21

619.42 633.49 647.56 661.63

Add 14% over heads 0.14 86.72 88.69 90.66 92.63

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Rate as worked out above per Cum. 482.07 482.07 482.07 482.07

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 7.92 15.83 23.75

671.07 685.99 700.90 715.82

Add 14% over heads 0.14 93.95 96.04 98.13 100.21

Rate per 1 Sqmts. Total 765.05 782.05 799.05 816.05

i) VRCC M20 design mix for Slabs of 115mm thick

Cost of VRCC for 115 mm thick slab 0.115 cu.m. 3443.33 1 cu.m. 395.98

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 395.98 395.98 395.98 395.98

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 6.50 13.01 19.51

584.98 598.48 611.99 625.49

Add 14% over heads 0.14 81.90 83.79 85.68 87.57

Rate per 1 Sqmts. Total 666.90 682.30 697.70 713.10

j) VRCC M20 for Slabs 150 mm thick

Cost of VRCC for 150 mm thick slab 0.15 cu.m. 3443.33 1 cu.m. 516.50

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 516.50 516.50 516.50 516.50

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 8.48 16.96 25.45

705.50 720.98 736.46 751.95

Add 14% over heads 0.14 98.77 100.94 103.10 105.27

Rate per 1 Sqmts. Total 804.30 821.95 839.60 857.25

k) VRCC M20 for Slabs 165mm thick

Cost of VRCC for 165 mm thick slab 0.165 cu.m. 3443.33 1 cu.m. 568.15

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 568.15 568.15 568.15 568.15

Hire charges on centering material 124.00 124.00 124.00 124.00

Labour charges for centering 73.00 80.30 87.60 94.90

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 9.33 18.66 27.99

765.15 781.78 798.41 815.04

Add 14% over heads 0.14 107.12 109.45 111.78 114.11

Rate per 1 Sqmts. Total 872.30 891.25 910.20 929.20

l) VRCC M20 for Slabs 175mm thick

Cost of VRCC for 175 mm thick slab 0.175 cu.m. 3443.33 1 cu.m. 602.58

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 602.58 602.58 602.58 602.58

Hire charges on centering material 124.00 124.00 124.00 124.00

Labour charges for centering 73.00 80.30 87.60 94.90

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 9.90 19.79 29.69

799.58 816.78 833.97 851.17

Add 14% over heads 0.14 111.94 114.35 116.76 119.16

Rate per 1 Sqmts. Total 911.55 931.15 950.75 970.35

m) VRCC M20 for Slabs 180mm thick

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LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 10.18 20.36 30.54

816.80 834.28 851.76 869.24

Add 14% over heads 0.14 114.35 116.80 119.25 121.69

Rate per 1 Sqmts. Total 931.20 951.10 971.05 990.95

n) VRCC M20 for Slabs 200mm thick

Cost of VRCC for 200 mm thick slab 0.2 cu.m. 3443.33 1 cu.m. 688.67

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 688.67 688.67 688.67 688.67

Hire charges on centering material 124.00 124.00 124.00 124.00

Labour charges for centering 73.00 80.30 87.60 94.90

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 11.31 22.62 33.93

885.67 904.28 922.89 941.50

Add 14% over heads 0.14 123.99 126.60 129.20 131.81

Rate per 1 Sqmts. Total 1009.70 1030.90 1052.10 1073.35

o) VRCC M20 for Slabs of 225 mm thick

Cost of VRCC for 225 mm thick slab 0.225 cu.m. 3443.33 1 cu.m. 774.75

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 774.75 774.75 774.75 774.75

Hire charges on centering material 124.00 124.00 124.00 124.00

Labour charges for centering 73.00 80.30 87.60 94.90

LA on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 12.72 25.45 38.17

971.75 991.77 1011.80 1031.82

Add 14% over heads 0.14 136.05 138.85 141.65 144.45

Rate per 10 Sqmts. Total 1107.85 1130.65 1153.50 1176.30

17

Material

Graded Metal 20mm to 6mm 0.8 cu.m. 1258.16 1 cu.m. 1006.53

Sand 0.4 cu.m. 1656.92 1 cu.m. 662.77

Cement 350 kgs 2926.52 1000 kgs 1024.28

Water 1.2 KL 50.00 1 KL 60.00

Machinery

Batchingplant 0.5 cum 1.333 Hour 307.96 1 Hour 410.51

LA on crew charges 0% 214.56 1 0.00

manpower

1st Class Mason 0.167 Nos. 224.00 1 Each 37.41

2nd Class Mason 0.167 Nos. 206.00 1 Each 34.40

Man Mazdoor 5.6 Nos. 170.00 1 Each 952.00

Basic rate per Cum 4187.90

a) For Lintels

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 4187.90 4187.90 4187.90 4187.90

Hire charges on centering material 703.00 703.00 703.00 703.00

Labour charges for centering 532.00 585.20 638.40 691.60

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Reinforced Cement Concrete M 20 Design Mix ( by weigh

batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina

Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing,

laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)

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18

material

Graded Metal 20mm to 6mm 0.8 cu.m. 1258.16 1 cu.m. 1006.53

Sand 0.4 cu.m. 1656.92 1 cu.m. 662.77

Cement 350 kgs 2926.52 1000 kgs 1024.28

Water 1.2 KL 50.00 1 KL 60.00

Machinery

Batchingplant 0.5 cum 0.308 Hour 307.96 1 Hour 94.85

LA on crew charges 0% 49.58 1 0.00

manpower

1st Class Mason 0.067 Nos. 224.00 1 Each 15.01

2nd Class Mason 0.133 Nos. 206.00 1 Each 27.40

Man Mazdoor 3.077 Nos. 170.00 1 Each 523.09

Basic rate per Cu.m Total 3413.93

a) Chajja / Sunshade

Cost of RCC for 62.5 mm thick sunshade 0.0625 cu.m. 3413.93 1 cu.m. 213.37

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 213.37 213.37 213.37 213.37

Hire charges on centering material 139.00 139.00 139.00 139.00

Labour charges for centering 82.00 90.20 98.40 106.60

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 3.53 7.07 10.60

434.37 446.10 457.84 469.57

Add 14% over heads 0.14 60.81 62.45 64.10 65.74

Rate per Sqmt. Total 495.20 508.60 521.95 535.35

b) for platforms of 50 mm thick

Cost of RCC for 50 mm thick platform 0.05 cu.m. 3413.93 1 cu.m. 170.70

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 170.70 170.70 170.70 170.70

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 2.83 5.65 8.48

359.70 369.53 379.35 389.18

Add 14% over heads 0.14 50.36 51.73 53.11 54.48

Rate per Sqmt. Total 410.10 421.30 432.50 443.70

b) for shelves of 25 mm thick

Cost of RCC for 25 mm thick shelves 0.025 cu.m. 3413.93 1 cu.m. 85.35

Rate for other Floors GF FF SF TF

Rate as worked out above per Cum. 85.35 85.35 85.35 85.35

Hire charges on centering material 119.00 119.00 119.00 119.00

Labour charges for centering 70.00 77.00 84.00 91.00

La on centering labour charges 0% 0.00 0.00 0.00 0.00

Reinforced cement concrete with M 20 grade Design mix (

by weigh batching ) using 20mm size (SS 5) machine crushed hard blasted granite graded metal (coarse aggregate) from approved quarry using a minimum quantity of 350 Kg of cement per 1 Cum of concrete including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse aggregate, water etc. to site and cost of seigniorage charges on all materials including centering using

Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering,

machine mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including labour charges for mixing, laying, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work

for sun-shades of any width as per approved plan / design and of average thickness of 62.50mm ( thickness at support 75mm and thickness at edge 50mm) (APSS No. 402, 403)

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18

cost of cement for Cement Mortar (1:3) 0.96 Kgs 2.93 1 Kgs 2.81

cost of sand for Cement Mortar (1:3) 0.002 cu.m. 1656.92 1 cu.m.

1st Class Mason 0.048 Nos. 224.00 1 Each 10.75

2nd Class Mason 0.112 Nos. 206.00 1 Each 23.07

Man mazdoor 0.05 Nos. 170.00 1 Each 8.50

Woman mazdoor 0.11 Nos. 170.00 1 Each 18.70

Rate per 1 Sqmt. Total 63.80

19

wall thickness 0.225

Material

Cement 36 kgs 2926.52 1000 kgs 105.35

Second class Bricks 512 Nos 3501.53 1000 Nos 1792.78

sand for mortor 0.2 cu.m. 1656.92 1 cu.m. 331.38

B Labour

1st class mason 0.24 Nos. 224.00 1 Each 53.76

2nd class mason 0.56 Nos. 206.00 1 Each 115.36

Man Mazdoor 1.89 Nos. 170.00 1 Each 321.30

Basic Rate per Cum. 2719.94

Rate for other Floors GF FF SF TF

Basic rate per Cum 2719.94 2719.94 2719.94 2719.94

Hire charges of stage scafflding per cum 23.51 23.51 23.51 23.51

Labour charges for stage scaffolding per cum 126.22 189.33 252.44 315.56

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 49.04 98.08 147.13

2869.67 2981.82 3093.97 3206.14

Add 14% over heads 0.14 401.75 417.46 433.16 448.86

Rate per Cum. Total 3271.45 3399.30 3527.15 3655.05

20

wall thickness 0.115

Material

Cement 7.56 kgs 2926.52 1000 kgs 22.12

Second class Bricks 51.2 Nos 3501.53 1000 Nos 179.28

sand for mortor 0.021 cu.m. 1656.92 1 cu.m. 34.80

B Labour

1st class mason 0.06 Nos. 224.00 1 Each 13.44

2nd class mason 0.06 Nos. 206.00 1 Each 12.36

Pointing to Cuddapah / Shahabad slabs in CM(1:3) Prop:

including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Brick Masonry in superstructure with CM (1:8) prop:

using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks

from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work.

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Hire charges of stage scafflding per cum 5.29 5.29 5.29 5.29

Labour charges for stage scaffolding per cum 28.40 42.60 56.80 71.00

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 7.26 14.51 21.77

342.44 363.90 385.35 406.81

Add 14% over heads 0.14 47.94 50.95 53.95 56.95

Rate per One Sqmt. Total 390.40 414.85 439.30 463.80

21

Wall thickness 0.225

Material

Fly Ash Bricks 290x225x140mm 110 Nos 14872.55 1000 Nos 1635.98

Cement for Cement Mortar (1:8) 18 Kgs 2.93 1 Kgs 52.74

Sand for Cement Mortar (1:8) 0.1 cu.m. 1656.92 1 cu.m. 165.69

Labour

1st class mason 0.42 cu.m. 224.00 1 cu.m. 94.08

2nd class mason 0.92 Nos. 206.00 1 Each 189.52

Man Mazdoor 0.7 Nos. 170.00 1 Each 119.00

Woman Mazdoor 2.1 Nos. 170.00 1 Each 357.00

Basic Rate per Cum. 2614.01

Rate for other Floors GF FF SF TF

Basic rate per Cum 2614.01 2614.01 2614.01 2614.01

Hire charges of stage scafflding per cum 23.51 23.51 23.51 23.51

Labour charges for stage scaffolding per cum 126.22 189.33 252.44 315.56

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 75.96 151.92 227.88

2763.74 2902.81 3041.88 3180.96

Add 14% over heads 0.14 386.92 406.39 425.86 445.33

Rate per Cum. Total 3150.70 3309.25 3467.75 3626.30

21

Wall thickness 0.225

Material

Fly Ash Bricks 290x225x140mm 110 Nos 14872.55 1000 Nos 1635.98

Cement for Cement Mortar (1:8) 24 Kgs 2.93 1 Kgs 70.32

Sand for Cement Mortar (1:8) 0.1 cu.m. 1656.92 1 cu.m. 165.69

Labour

1st class mason 0.42 cu.m. 224.00 1 cu.m. 94.08

2nd class mason 0.92 Nos. 206.00 1 Each 189.52

Man Mazdoor 0.7 Nos. 170.00 1 Each 119.00

Woman Mazdoor 2.1 Nos. 170.00 1 Each 357.00

total 2631.59

Add 14% over heads 0.14 368.42

Basic Rate per Cum. 3000.05

Brick Masonry in superstructure with CM (1:8) prop: using

Fly ASH Bricks of size 290x225x140mm with compressive

of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Brick Masonry in superstructure with CM (1:6) prop: using

Fly ASH Bricks of size 290x225x140mm with compressive

of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. for basement (APSS No. 501 & 504).

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Material

Fly Ash Bricks 290x100x140mm 24 Nos 6832.24 1000 Nos 163.97

Cement for Cement Mortar (1:4) 7.2 Kgs 2.93 Kgs 21.10

Sand for Cement Mortar (1:4) 0.02 cu.m. 1656.92 1 cu.m. 33.14

Labour

1st class mason 0.06 cu.m. 224.00 1 cu.m. 13.44

2nd class mason 0.06 Nos. 206.00 1 Each 12.36

Man Mazdoor 0.275 Nos. 170.00 1 Each 46.75

Basic Rate per One Sqmt. 290.76

Rate for other Floors GF FF SF TF

Basic rate per sqm 290.76 290.76 290.76 290.76

Hire charges of stage scafflding per cum 5.29 5.29 5.29 5.29

Labour charges for stage scaffolding per cum 28.40 42.60 56.80 71.00

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 7.26 14.51 21.77

324.45 345.91 367.36 388.82

Add 14% over heads 0.14 45.42 48.43 51.43 54.43

Rate per One Sqmt. Total 369.90 394.35 418.80 443.25

23

Material

Cost of steel including 5% wastage and overlaps 1.05 MT 33031.79 1 MT 34683.38

cost of binding wire 6 Kg 50.00 1 Kg 300.00

Labour

Blacksmith/Tin Smith/Rivetor 2 Nos 224.00 1 Nos 448.00

Light mazdoor 6.4 Nos 170.00 1 Nos 1088.00

Rate per MT Total 36519.38

Rate for other Floors GF FF SF TF

Basic rate per MT 36519.38 36519.38 36519.38 36519.38

Lift Charges per MT @10% extra on labour per floor 153.60 307.20 460.80

36519.38 36672.98 36826.58 36980.18

Add 14% over heads 0.14 5112.71 5134.22 5155.72 5177.23

Rate per One MT Total 41632.10 41807.20 41982.30 42157.45

layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 509).

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

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Material

Cost of Mild steel 1.05 MT 32031.79 1 MT 33633.38

cost of binding wire 6 Kg 50.00 1 Kg 300.00

Labour

Blacksmith/Tin Smith/Rivetor 2 Nos 224.00 1 Nos 448.00

Light mazdoor 6.4 Nos 170.00 1 Nos 1088.00

Rate per MT Total 35469.38

Rate for other Floors GF FF SF TF

Basic rate per MT 35469.38 35469.38 35469.38 35469.38

Lift Charges per MT @10% extra on labour per floor 153.60 307.20 460.80 35469.38 35792.98 35777.58 35930.18

Add 14% over heads 0.14 4965.71 5011.02 5008.86 5030.23

Rate per One MT Total 40435.10 40804.00 40786.45 40960.45

25

Material

Cement 3.96 kgs 2926.52 1000 kgs 11.59

cost of sand for mortor 0.011 cu.m. 1656.92 1 cu.m. 18.23

Labour

1st Class Mason 0.063 Nos. 224.00 1 Each 14.11

2nd Class Mason 0.147 Nos. 206.00 1 Each 30.28

Light mazdoor 0.39 Nos. 170.00 1 Each 66.30

Basic rate per 1 Sqmt. 140.51

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 140.51 140.51 140.51 140.51

Hire charges of stage scafflding per sqm 1.24 1.24 1.24 1.24

Labour charges for stage scaffolding per sqm 5.60 8.41 11.21 14.01

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 11.07 22.14 33.21

147.35 161.23 175.10 188.97

Add 14% over heads 0.14 20.63 22.57 24.51 26.46

Rate per 1 Sqmt. Total 167.98 183.80 199.61 215.43

26

Material

Base coat 8mm thick in C.M. (1:6)

Cement 2.64 kgs 2926.52 1000 kgs 7.73

cost of sand for mortor 0.011 cu.m. 1656.92 1 cu.m. 18.23

Top Coat 4mm thick in C.M. (1:4)

work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Ornamental Plastering 8 mm thick in single coat in CM (1:4) sponge finish including cost and conveyance of all

materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for ceiling. (APSS 901,903

& 904)

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4)

dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall

(19)

2nd Class Mason 0.1 Nos. 206.00 1 Each 20.60

Light mazdoor 0.26 Nos. 170.00 1 Each 44.20

Basic rate per 1 Sqmt. 110.55

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 110.55 110.55 110.55 110.55

Hire charges of access scafflding pers qm 0.53 0.53 0.53 0.53

Labour charges for access scaffolding per sqm 2.84 4.26 5.68 7.10

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 11.07 22.14 33.21

113.92 126.41 138.90 151.39

Add 14% over heads 0.14 15.95 17.70 19.45 21.20

Rate per 1 Sqmt. Total 129.90 144.15 158.40 172.60

27

Base coat 16 mm thick in C.M. (1:6)

Cement 4.32 kgs 2926.52 1000 kgs 12.64

cost of sand for mortor 0.018 cu.m. 1656.92 1 cu.m. 29.82

Top Coat 4mm thick in C.M. (1:4)

Cement 1.44 kgs 2926.52 1000 kgs 4.21

cost of sand for mortor 0.004 cu.m. 1656.92 1 cu.m. 6.63

Labour

1st Class Mason 0.063 Nos. 224.00 1 Each 14.11

2nd Class Mason 0.147 Nos. 206.00 1 Each 30.28

Light mazdoor 0.39 Nos. 170.00 1 Each 66.30

Basic rate per 1 Sqmt. 164.00

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 164.00 164.00 164.00 164.00

Hire charges of access scafflding pers qm 0.53 0.53 0.53 0.53

Labour charges for access scaffolding per sqm 2.84 4.26 5.68 7.10

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 11.07 22.14 33.21

167.37 179.86 192.35 204.84

Add 14% over heads 0.14 23.43 25.18 26.93 28.68

Rate per 1 Sqmt. Total 190.85 205.05 219.30 233.55

28

cost of cement for Cement Mortar (1:4) 5.4 kg 2.93 1 kg 15.82

sand for Cement Mortar (1:4) 0.015 cu.m. 1656.92 1 cu.m. 24.85

1st Class Mason 0.06 Nos. 224.00 1 Each 13.44

Man mazdoor 0.096 Nos. 170.00 1 Each 16.32

Rate per 1 Sqmt. Total 70.45

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 70.45 70.45 70.45 70.45

Hire charges of access scafflding pers qm 0.53 0.53 0.53 0.53

Labour charges for access scaffolding per sqm 2.84 4.26 5.68 7.10

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 2.98 5.95 8.93

73.82 78.22 82.61 87.01

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of

all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven

Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)

Ceiling plastering with CM(1:5) Prop: 12mm thick in single

coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work.

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cost of cement for Cement Mortar (1:4) 7.56 kg 2.93 1 kg 22.15

sand for Cement Mortar (1:4) 0.021 cu.m. 1656.92 1 cu.m. 34.80

1st Class Mason 0.094 Nos. 224.00 1 Each 21.06

Man mazdoor 0.16 Nos. 170.00 1 Each 27.20

Rate per 1 Sqmt. Total 105.25

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 105.25 105.25 105.25 105.25

Hire charges of access scafflding pers qm 0.53 0.53 0.53 0.53

Labour charges for access scaffolding per sqm 2.84 4.26 5.68 7.10

Add LA on Labour for scaffolding 0% 0.00 0.00 0.00 0.00

Lift charges @ 10% extra on each floor 4.83 9.65 14.48

108.62 114.87 121.11 127.36

Add 14% over heads 0.14 15.21 16.08 16.96 17.83

Rate per 1 Sqmt. Total 123.85 130.95 138.10 145.20

30

cost of cement for Cement Mortar (1:3) 10.08 kg 2.93 1 kg 29.53

sand for Cement Mortar (1:3) 0.021 cu.m. 1656.92 1 cu.m. 34.80

Water proof compound 0.2 Kgs 24.00 1 Kgs 4.80

1st Class Mason 0.066 Nos. 224.00 1 Each 14.78

2nd Class Mason 0.154 Nos. 206.00 1 Each 31.72

Man Mazdoor 0.37 Nos. 170.00 1 Each 62.90

Basic rate per 1 Sqmt. 178.54

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 178.54 178.54 178.54 178.54

Lift charges @ 10% extra on each floor 9.46 18.92 28.39

178.54 188.00 197.46 206.93

Add 14% over heads 0.14 25.00 26.32 27.64 28.97

Rate per 1 Sqmt. Say 203.55 214.35 225.10 235.90 ing with

31

Material

sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS

901,906)

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed

with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.

(APSS No.703 & 701)

Flooring with Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

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Machine charges for rubbuing/polishing floor 0.1 day 0.00 1 day 0.00

LA charges on crew charges 0% 0.00

Labour

1st Class Mason 0.31 Nos. 224.00 1 Each 69.44

2nd Class Mason 0.11 Nos. 206.00 1 Each 22.66

Man Mazdoor 0.086 Nos. 170.00 1 Each 14.62

Add water charges @1% on labour 1% 106.72 1.07

Basic rate per 1 Sqmt. 373.42

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 373.42 373.42 373.42 373.42

Lift charges @ 10% extra on each floor 10.78 21.56 32.34

373.42 384.20 394.98 405.76

Add 14% over heads 0.14 52.28 53.79 55.30 56.81

Rate per 1 Sqmt. Total 425.75 438.00 450.30 462.60 ing with

32 #REF!

Rough Tandur slab 1.05 Sqmt. 148.01 10 Sqmt. 15.54

cost of cement for Cement Mortar (1:8) 2.16 kg 2.93 1 kg 6.33

sand for Cement Mortar (1:8) 0.012 cu.m. 1656.92 1 cu.m. 19.88

Pointing with CM (1:3) 1 Sqmt. 63.80 1 Sqmt. 63.80

1st Class Mason 0.096 Nos. 224.00 1 Each 21.50

2nd Class Mason 0.224 Nos. 206.00 1 Each 46.14

Man Mazdoor 0.22 Nos. 170.00 1 Each 37.40

Woman Mazdoor 0.11 Nos. 170.00 1 Each 18.70

Basic rate per 1 Sqmt. 229.30

laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Flooring with Rough shabad / Tandur Stone slabs of minimum 40 mm thick (0.457 x 457M)laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

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33

Material

1.1 Sqmt. 154.34 1 Sqmt. 169.77

sand for Cement Mortar (1:3) 0.012 cu.m. 1656.92 1 cu.m. 19.88

cement for Cement Mortar (1:3) base coat 5.76 Kgs 2926.52 1000 Kgs 16.86

Cement for slurry 3.3 Kgs 2926.52 1000 Kgs 9.66

Labour

1st Class Mason 0.096 Nos. 224.00 1 Each 21.50

2nd Class Mason 0.224 Nos. 206.00 1 Each 46.14

Man Mazdoor 0.31 Nos. 170.00 1 Each 52.70

Add water charges @1% on labour 1% 120.35 1.20

Basic rate per 1 Sqmt. 337.72

Rate for other Floors GF FF SF TF

Basic rate per 1 Sqmt. 337.72 337.72 337.72 337.72

Lift charges @ 10% extra on each floor 12.16 24.31 36.47

337.72 349.88 362.03 374.19

Add 14% over heads 0.14 47.28 48.98 50.68 52.39

Rate per 1 Sqmt. Total 385.05 398.90 412.75 426.60 fixing of

34

For Raisers of 0.15 Mt. Height Material

1.1 Sqmt. 154.34 1 Sqmt. 169.77

sand for Cement Mortar (1:3) 0.012 cu.m. 1656.92 1 cu.m. 19.88

cement for Cement Mortar (1:3) base coat 5.76 Kgs 2926.52 1000 Kgs 16.86

Cement for slurry 3.3 Kgs 2926.52 1000 Kgs 9.66

with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 &

707)

Providing skirting to internal walls 12.5 Cm high withPolished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)

in Single piece with the edges flat nosed and set over a base

coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)

Supplying and fixing of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)

Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)

References

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